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2016-12854 G (Plans)RIGHT OF WAY NOTE OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO NU RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF 774E OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE iS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. U71UTY NOTE ALL PROPOSED UTIL171ES WiINN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING EXISTING U711.177ES UNLESS EXEMPT BY THE MUNICIPAL CODE. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE W774 THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL DEVELOPMENT 720 SAN ANDRADE DRIVE AND 720 BALOUR DRIVE ENCINITAS, CALIFORNIA" PREPARED BY SOUTHERN CALIFORNIA SOIL & TESTING, INC. DATED JULY 26, 2013, AND THE UPDATED REPORT 777LED `UPDATE GE07ECHNICAL EVALUATION FOR PROPOSED RESIDENTIAL DEVELOPMENT BY GEOTEK, INC. DATED AUGUST 15, 2016. ALL GRADING SHALL BE DONE iN ACCORDANCE W7H THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT(S). 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION N7HIN PUBLIC RIGHT —OF- WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC71ON W771 IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU77ONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION EXIS77NG PRIOR TO GRADING. 6. 774E DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE— ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE —HALF 121/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWE N THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE — CONSTRUCTION MEE77NG HAS BEEN HELD ONSITE NTH THE FOLLOWING PEOPLE PRESENT: CiTY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE — CONSTRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS7RUCT0N SITE WITHIN THIS PROJECT 774E DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROU7E THE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE N7H REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERDnCARON" SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 12854 —G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS— GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIWL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOiLS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HiM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SI7E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECIRCARON. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WTH SPECIFICARNNS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM00774 SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND 07HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BFCOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SI7F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT W7H THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RiGHT —OF —WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 07HERNSE NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRiP LINE AREA (THE AREA FROM 774E TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NOTIFICATIONS 1. 7HE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 774ESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTUTIES AND NOTIFICATION OF COMMENCEMENT OF WORK. LOT # ENGINEER OF RECORD DEV. REVIEW ENGINEER INSPECTOR INITIAL /DATE INITIAL/DATE INITIAL /DATE° 1 2 3 _ 4 5 6 7 s REVISIONS 1 APPROVED 1 DATE 1 REFERENCES A. SEWERS - ESO - (760) 633 -2600 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SON) - (760) 633 -2650 D. TELEPHONE - SBC BELL - (760) -489 -•3411 E. CABLE TV - COX COMMUNICA7IONS- (760) -806 -9809 X -2233 2. CONTRACTOR SHALL NOIFY 774E CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)- 633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC71ON AND REMOVAL. EROSION CONTROL 1. iN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 17MES DURING THE RAINY SEASON (OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTEN77ALLY UNSAFE Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5 ) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWAM? POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SiTE SHALL DRAiN TO APPROVED BMP/IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER iMP18MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WTHOUT A PERMIT FROM THE CITY. Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OILI GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL N07ES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 2:1 (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3.4 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0.8 FT OF CUT AREA OF CUT (S.F.) B.) AVERAGE DEPTH = VOLUME OF FILL (CF.) = 0.6 FT OF FILL AREA OF FILL (S.F.) EARTHWORK DATA: 1,700 CUBIC YARDS EXCAVATION (CUT) 1,200 CUBIC YARDS EMBANKMENT (FILL) 500 CUBIC YARDS EXPORT 2,070 CUBIC YARDS REMEDIAL * ESTIMATE DOES NOT INCLUDE S7RIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SI7E CONDITIONS CONTRACTOR SHALL SATISFY SELF 774AT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMA7ED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A 7HEORE77CAL BASIS ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE UKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER BODY. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES OM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. DATE BENCHMARK CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS 7322 ", SET IN THE NORTHWEST CORNER OF A STORM DRAIN CURB INLET. LOCATED ON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182.995' DATUM: NAVD88 Y0l_ \�O EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVA7ION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. J� DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. STORMWAMIR POLLUTION CONTROL BMP N07ES RELATIVE TO CONSTRUCTION ACTIVITIES CONT... EROSION CONTROL CONT... REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROJECT PROPERTY LINE EXISTING RIGHT- OF- WAY/PROPERTY LiNE PROPOSED POROUS PAVERS PROP SED PCC PAVEMENT PROPOSED LEAVE AGGESS ROAD 3'' AL OVER 6" CLASS 11 AB CENTERLINE OF ROAD - PROPOSED CONTOUR LINE 55 EXIS71NG CONTOUR LINE -- 3a PROPOSED SETBACKS PROPOSED FLOW I NE 0 1.0% MiN. 0 SOIL. PROPOSED SDRSD G -2 GURB & GUTTER PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING PROPOSED SDRSD G -1 CURB ACTIVITIES ARE COMPLETE. FINISHED SURFACE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PROPOSED SDRSO RETAINING WALL (TYPE PER PLAN) ON -SITE CONSTRUC7ION MATERIAL STORAGE PROPOSED 8" SEWER MAIN PER IMPROVEMENT PLANS — S — STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND FINISHED FLOOR SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT PROPOSED 6" WATER MAIN PER IMPROVEMENT PLANS W OF THE RAiN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. PROPOSED 4" SEWER LATERAL PER IMPROVEMENT PLANS n ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE MAY INCLUDE SOIL PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, PROPOSED 1" DUAL DOMESTIC /FIRE WATER SERVICE AND n STOCKPILES METER PER IMPROVEMENT PLANS ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL EXISTING SEWER MAIN — s____ STABILIZA77ON MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. SYSB = SIDE YARD SETBACK EXISTING WATER MAIN W — - - -- TRAINING EXISTING OVERHEAD UTILITIES - — _- CONTRACTORS' EMPLOYEES W10 PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL LOT NUMBER LOT1 REQUIREMENTS THESE LIMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY ONNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS PAD ELEVATION PAD -20120 ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. "201287 ALL THAT PORTION OF THE NORTHEAST QUARTER OF FINISHED FLOOR ELEVATION WASTE MANAGEMENT QUARTER OF THE SOUTHWEST QUARTER OF SECTION CONTRACT BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 4" PVC DRAINPIPE (UNLESS OTHERWISE NOTED) CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM iS STRICTLY PROHIBITED. COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, PROPOSED HEADWALL PER SDRSD D -34 NO /DIKES PL TH INTO STORMWATER. 12" " NOTED) g 12 AREA LL BE ED AROUND DUMPSTERS TO DIVERT E RUNOFF. STORM RUNOFS SHALL x DRAIN (UNLESS 07HERV11SE DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL IMES. DUMPSTERS WTHOUT LIDS SHALL BE PLACED WTHIN STRUCTURES 3' X 3' BROOKS BOX NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY TRASH MATERIAL. PROPOSED VINYL FENCE PER LANDSCAPE PLAN (SHEETS 6 -8) -x x x x x- MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE PROPOSED STEEL FENCE PER LANDSCAPE PLAN (SHEETS 6 -8) C �__C_- FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATON CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL NO PARKING" FIRE LANE SIGN a OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR PCC DRIVEWAY APRON PER SDRSD G -14A INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. (UNLESS OTHERWISE NOTED) POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING EASEMENT NOTES RECEPTACLES AROUND THE SiTE. PR #3) EASEMENT FOR PUBLIC ROAD TO THE COUNTY OF SAM DIEGO, RECORDED OCTOBER PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR 30, 1928, BOOK 1535, PAGE 444, O.R. LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES PR#4) EASEMENT FOR PUBLIC I77LITIES & INGRESS /EGRESS TO SAN DIEGO GAS & ELECTRIC COMPANY, RECORDED JUNE 14, 1938, BOOK 785, PAGE 219, O.R. (NO WDTH GIVEN, ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND CENTERLINE SHOWN) STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. PR#5) EASEMENT FOR PUBLIC UTILITIES & INGRESS/EGRESS TO THE PACIFIC TELEPHONE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND AND TELEGRAPH COMPANY, RECORDED DECEMBER 10, 1959, BOOK 8040 PAGE 6 REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CiTY OF ENCINITAS AT O.R. (760) 633 -2770. PR16) AGREEMENT RESPECTING CONNECTION TO SANITARY SEVER SYSTEM AND TEMPORARY SAN DIEGUITO WATER DISTRICT NOTES DISPOSAL SYSTEM, RECORDED NOVEMBER 14, 1960, DOCUMENT NO. 223525, O.R. 1. REVIEW OF THIS PLAN BY SAN DiEGUITO WATER DISTRICT DOES NOT CONSTITUTE S pR #7) EASEMENT FOR PIPE UNE(S) TO SAN DIEGUITO IRRIGATION D1STRlCT, RECORDED REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR , , JANUARY 20 1967, DOCUMENT 8652, O.R. NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WTHIN THE LIMITS OF THIS PROJECT. PR#8) EASEMENT FOR PIPE UNE(S) TO SAN DIEGUITO IRRIGATION DISTRICT, RECORDED MAY 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, 20, 1976, DOCUMENT NO. 76- 153051, O.R. LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING OR PROPOSED UTILITY CROSSING WTHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE PR#9) EASEMENT FOR PUBLIC UTILITIES & iNGRESS/EGRESS TO SAN DIEGO GAS & ELECTRIC SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS COMPANY, RECORDED OCTOBER 24, 1977, DOCUMENT NO. 77- 436569, O.R. UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY PR #10) EASEMENT FOR PUBLIC UTILITIES & INGRESS/EGRESS TO SAN DIEGO GAS & EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS ELECTRIC COMPANY, RECORDED APRIL 15, 1988, DOCUMENT NO. 175168, O.R. AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACIU71ES MUST MEET CURRENT (EXACT LOCATION AND EXTENT OF SAID EASEMENT IS NOT DISCLOSED OF RECORD) WATER AGENCIES' STANDARDS COMM= (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS B. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PROTECTION IN ACCORDANCE NTH WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE NTH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. AS BUIL OWNER'S STATEMENT FOR SINPPP PROJECTS DEVELOPMENT OF THIS PROJECT SHALL COMPLY NTH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRC8) OROER,WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED NTH CONSTRUCTION ACTIVITY. IN ACCORDANCE NTH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT NTH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NO!) SHALL BE FILED NTH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED NTH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED NTH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THiS GRADING PLAN NO. 12854 —G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY W7H THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. NOI # 9 34C3+5545 SHEET INDEX I0i" ((� 1. TITLE SIGN J. GRADING PLAN RE DATE Z GRADING PLAN � 13;T �el� fe51�� 4. PRIVATE ROAD 5. EROSION CONTROL PLAN PRINTED NAME" OF ABOVE PERSON 177LE 6. PLANING PLAN SAVI I�•VIdYadje M qmIq LLC 8 PLANNING PLAN EXISTING PROPOSED NET CHANGE IMPERVIOUS AREA IMPERVIOUS AREA FINISHED SURFACE 41,903 SF 36,836 SF —5,067 SF ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION BIN = BOTTOM OF WALL ELEVATION FS = FINISHED SURFACE FG = FINISHED GRADE FL = FLOW LINE FF — FINISHED FLOOR I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WTHIIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 3� - 10 / z--1 )` !A BJ DELZER, PRESIDENT � ` DATE SANANDRADEM 2014, LLC SOILS ENGINEER'S CER7IRCATE 1, HYUN JIN KIM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER71FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT W77HIN THIS SITE WAS MADE BY ME OR UNDER MY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WIN MY DIRECTION BETWEEN THE DATES 6 -12 -2013 AND 6 -26 -2013. ONE COMPLETE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT AND UPDATE REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS --v SIGNED: u RCE NO.: 77214 f EXP. DATE. 6 -30 -2017 EXR 17 GEOTEK, INC.` 710 E PARKRIDGE AVENUE, SUI7E 105 CORONA, CA 92879 -1097 (951) 710 -1160 <� STATEMENT OF ENGINEER OF WORK / ENGINEER'S STATEMENT FOR SWMM PROECTS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 774E CiTY OF ENCINITAS AND i7S OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND MS /HER AGENTS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DESIGN AND PLAN ARE CONSISTENT NTH SWUM ANALYSIS AND HYDROLOGY STUDY PREPARED BY PASCO, LARET SU17ER & ASSOCIATES DATED MAY 12, 2016. BY 0 y4 " rr /C., al Fa TYLER VLA WSON DATE COMPANY SDWD W16 -040 PLANNING & BUILDING ENCINITAS FIRE DISTRICT SAN DIEGUITD WATER DISTRICT REVIEWED BY.• 'Y �i PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL 1"=20' -- -- T-L---- -- DATE: 0° ZU 6 � TAR G LA_ WSON DATE R.C.E. NO. 80356 VERTICAL N/A _ / .I TYL R G LAWSON EXP. 12 -31 —i6 REVIEWE BY• r /LZ �V1EWED BY. r�Y�YFF�� DATE: ENGINEERING DIVISION APPROVALS RECOMMENDEDS N APPROVED�� BY: /V BY: G c •c MASIH MAHER E RD VJ. OWPRp W. OEANE 77 DATE: 12/14/14 DATE: /Z •/S /¢ NTS i� & ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING i North Highway 101, Ste A, Solana Beach, CA 92075 858.259.8212 1 f 858.259.4812 1 plaaengineering.com PARKS & RECREATION REVIEWED BY. . RCE No. 80356 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 PLEA 2112 QROFE �O No. 80356 Exp. 12/31/16 WDID # 9 37C37 '7777 BIVIP PROJECT STATUS: PRIORITY —HM PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON NOV T.2., 2016 AS DOC # 2016 - 064 15 39 FIELD OPERATIONS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: LAUREL COVE - 720 BALOUR DRIVE CASE NO: 13 -267 TMDB/DR/CDP/MND A.P.N. 11259 - 101 -22 & 23 PREPARED: 511112016 REVISED: 712812016 REVISED: 91231201 SHEET 1 OF 8 PLSA 2112 OriER/PERMITTU SITE. ADDRESS GF = GARAGE FINISHED FLOOR = INVERT ELEVATION SANANDRADEM 2014, . LLC 720 BALOUR DRIVE T = T G TOP OF GRATE ELEVATION 8951 RESEARCH DRIVE ENCINITAS, CA 92024 IRVINE, CA 92618 TIN = TOP OF WALL ELEVATION FYSB = FRONT YARD SETBACK SYSB = SIDE YARD SETBACK LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14 TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDiNO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY, LYING NORTHERLY OF THE NORTHERLY LINE OF OAK ^^ KNOLLS UNiT NO. 1, ACCORDING TO MAP THEREOF NO. 4246, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. A.P.N.: APN. 259 - 101- 22 -00, 259 - 101 -23 -00 OWNER'S CERTIFlCA7E I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WTHIIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 3� - 10 / z--1 )` !A BJ DELZER, PRESIDENT � ` DATE SANANDRADEM 2014, LLC SOILS ENGINEER'S CER7IRCATE 1, HYUN JIN KIM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER71FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT W77HIN THIS SITE WAS MADE BY ME OR UNDER MY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WIN MY DIRECTION BETWEEN THE DATES 6 -12 -2013 AND 6 -26 -2013. ONE COMPLETE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT AND UPDATE REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS --v SIGNED: u RCE NO.: 77214 f EXP. DATE. 6 -30 -2017 EXR 17 GEOTEK, INC.` 710 E PARKRIDGE AVENUE, SUI7E 105 CORONA, CA 92879 -1097 (951) 710 -1160 <� STATEMENT OF ENGINEER OF WORK / ENGINEER'S STATEMENT FOR SWMM PROECTS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 774E CiTY OF ENCINITAS AND i7S OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND MS /HER AGENTS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DESIGN AND PLAN ARE CONSISTENT NTH SWUM ANALYSIS AND HYDROLOGY STUDY PREPARED BY PASCO, LARET SU17ER & ASSOCIATES DATED MAY 12, 2016. BY 0 y4 " rr /C., al Fa TYLER VLA WSON DATE COMPANY SDWD W16 -040 PLANNING & BUILDING ENCINITAS FIRE DISTRICT SAN DIEGUITD WATER DISTRICT REVIEWED BY.• 'Y �i PLANS PREPARED UNDER THE SUPERVISION OF HORIZONTAL 1"=20' -- -- T-L---- -- DATE: 0° ZU 6 � TAR G LA_ WSON DATE R.C.E. NO. 80356 VERTICAL N/A _ / .I TYL R G LAWSON EXP. 12 -31 —i6 REVIEWE BY• r /LZ �V1EWED BY. r�Y�YFF�� DATE: ENGINEERING DIVISION APPROVALS RECOMMENDEDS N APPROVED�� BY: /V BY: G c •c MASIH MAHER E RD VJ. OWPRp W. OEANE 77 DATE: 12/14/14 DATE: /Z •/S /¢ NTS i� & ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING i North Highway 101, Ste A, Solana Beach, CA 92075 858.259.8212 1 f 858.259.4812 1 plaaengineering.com PARKS & RECREATION REVIEWED BY. . RCE No. 80356 PASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92075 PLEA 2112 QROFE �O No. 80356 Exp. 12/31/16 WDID # 9 37C37 '7777 BIVIP PROJECT STATUS: PRIORITY —HM PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON NOV T.2., 2016 AS DOC # 2016 - 064 15 39 FIELD OPERATIONS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: LAUREL COVE - 720 BALOUR DRIVE CASE NO: 13 -267 TMDB/DR/CDP/MND A.P.N. 11259 - 101 -22 & 23 PREPARED: 511112016 REVISED: 712812016 REVISED: 91231201 SHEET 1 OF 8 PLSA 2112 ! � ( LAMA QUAD A L�1P 1 ' \ r 1 PARiliE PLAN CW17G TRAFFIC- -bITED 3 in APAk259'31t 11 , APAk � 1RENCH DRAI - „v. , n- u:.. x '7`�°" ; �% � �`� � tom. `_` � n ° � T �! -, FL =330.0 r r,r 11N= 3.0 Try =33;, ) I 70 = 5 �Gd330.0) �IFG 33 .0) �; 7 t� (FG340 �RAp J 1. 7 • - ; , i 17 20 4:.. -_, t ; > , - $FtM U,3 : > 1013 BW- 3.0 6 3 BW =339 - - - - • 3 v w .. _.._ _ . ............ _ • -ar •,xis .u+, .�- -x.:.` -°.r... .__: - :: _ y ._.., _ _� __ .. -., ..,..- .: „a,mc. ssix.. .v�wa.. _..... mUR"I!.G ....Yf[�iM,ma., x. „ro�n.a-= a..ce...,. cFs .. __ 3 rr, _ rs.r _a^.xmm✓ a -_� � �:. x - :zro -.._� - .. ;, �`. � '(" ,n r. .. >, ._ xxx e•. -,.�.. ,..x w. u:�.., ,,., ., :xse+ =c:. . .._;. ::_ : _ .� _.. � \ t 1 ...... .. .� ♦A -. ...... n,. .. � v. ... ..... r o'V ... , .a>.., i,' ..n , .. -RV' ... .... .'.:: .o.: r.. k+ '.yj[ „ a w ,\r w , `'•``#p -3F 1315 w - %r 1 I I s sy l CS I 16 ) �i - o �� i„ 1315 co i _ w o , PAD ° a - � 4(V a .. =321.8 PVC DRNN p 4 0 11 e, 0 0 F�S9� 0 0 1 1 cl 1 I °cv FG -321.5 I HP -321.7 w .0.'!; 7: b� 1 - GF =327.8 GF -329.4 I GF -332.4 1 1 - ' TIM1ti3 6.0 4 -338.2 _ \ - r fi =3 BW =3{36.0 G =337. 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TO REMAI _ ? 81Y= -332 0 I � 7W- -334.3 1; z I WALL TO EMANN _ S 1' ' - ! R BW =332.2 12 t 0 DEDICATION . 335.1 7 S 10 0-40, BW =,331.0 FINAL M RXP RAP PER 7 *1.1� WATER -A R SEPARATE,_.- - - - - - -- - C I � PER F s: + �NOVC -a _ ! EXISTING RACf07tJ0 OBfR1N LC -7flR Q Gy� 1ROVEMENT PLAN 12854 1 - L - HER WA 0 RET Mi3S =ON OR DE51r 10 13E w�oubNTiRoni -' . t,___f °- FEA1c /M4 S LL r - k SEWER PER SEPARATE - - -- ti � � _ _ � i IMPROVEMENT PLAN 12854 -1 ARV 2-W-18 APN 259 - 103 -19 APN 2� 103 20 �, r APIV 2 - - APIIM25g 1101 -Il5 I APIV 25� 103 -16 j AI'N 259 103-17 i�� 59 103 21 t ! , I 1 i n�' 10' I t i1 � e I � � � i 1 �- i ' NOTE SDKSD ir31 TYPE L GDQ$ 6 ANDAG 6QINP l0 &WAV fNPRd t�. 1 s �y I. STRVCTf0AT8N APO SAN __J l = A DRI _ ARERSFCTIdw SEF 12854 i - CO 1 A ► l NOTE: HOLD CITY HARMLESS FOR DRAINAGE RECORDED AS DOCUMENT 1016- *641541 ON NoVEN6ER a2, 2016 ci iennncinn� LOT # LOT IMP. (SF) LOT AVAIL IMP. (SF) 1 2,762 SF 408 SF 2 2,852 SF 408 SF 3 2,436 SF 408 SF LOT # LOT IMP. (SF) LOT AVAIL IMP. (SF) 4 2,768 SF 408 SF 5 2,622 SF 408 SF 6 1,899 SF 408 SF LOT # LOT IMP. (SF) LOT AVAIL IMP. (SF) 7 3,391 SF 408 SF 8 1,865 SF 407 SF 9 3,392 SF 408 SF ADM11 UNAL N01 EY: R �J UL w TE E BIORETENTiON BASIN SIZED USING SWMM, SEE REPORT PREPARED BY PASCO, LARET, SU17ER & ASSOCIATES DATED 10/14!16 R 25' 10' 6' 55' 8' 10 R / LOTS DED 1141 OUR AYBYUE R 30' 10' 6' 55 6' 8' _ BOUNDARY R LOTS _ TOP OF BERM FENCE PER 46' 5' 10' 50' 5' 10' 50' 10' 5' LOT 7 �' 338 LANDSCAPE PLANS LOT S FF - ate' r{ ''2 EL =321.5 63' 34' 44' LOTS LOT LOTS FF -3331 - _ =1 -111 III iilil(j -111. „IT_I� X11 �,1111� lil��ill -oil -III I!' I!I �I,� III -�I:� Imo= 20 ESMT FF - 31'87.8 - - - I_ l _� I -� - i i- _ _I I_I I -1 I 11= I I F =! 11=1 i 1 _� � �- III -IIi Iii =1 I I i 2 1 10 40 26 LOT 2 FL 828A -327,8 �- - -. u. -11 III, IIi -!II III ..I -1 II iI -I i�I- IIII II III III II!-; �� T _.- _ _ _ - ,.� I - -1 _ -'-r - "`_.,, =: j- _ _! 1 :: I_- __ - - - - -i 1 !_. :- - -1 FF -3229 - - -_ _ - - -1 - -. -,- i. __,- _ ;� -' Ir- -, =- ��.-- ;;: -'; .._'�_ - - - -�; I. _:t__fl -I ._I!1 -III i_�;- �_�__,: ..-- ., -,_ ,: .,; li -'_: _. _. i_. _;I -1 _ I �__,,_�� + - - -_ .! :- - -' -,:- �- - - - " -_ _ _1I_, - -I1 ;�- _. __ �_� _J1 FRONTAGE -__� _� -. M PAD 3?22 i -__: -: ; � - - , _ 1 1 � _ , , - I - __ I 1 LI I -I.1- I 1 � , _- � - ,i � -I 11:: 1 � ; - : -. I_ I I -I i I I I � 1 x - - �- - - - - _ - -I i- I - - -- _ - -_, 1 =1 T 11-11 -�.1 I- _ I _ :- - - FRONTAGE IMPROVE ENTS TO I I -1 I -1 I_ i . - • -. - -- - " -- _ _ 1 _ -I L_I I -I l I i i I- - _ 1 - 1 - -- - -! - -I I- _ i -i I - -I �_ _ - _.I 1 I. - l ..y BALOUR DR PER SEPARATE PUBLIC :: : - -. ! I I -_ - i- - -i ', -: -_ -- _ -� -_ - -. t 1 -1' I i :. - _ - � � -_:�: ' I. � : Vii.:..__ L - � i 1 .- - - � )_ .. ; -- � -- i i 1 . _.: -I - .. I - -u . I :: I I - - ,. __ - DEEPENED _ _ _ � 1 1 __ . 1 1 _ _1 l I _- _.I,_.I,C -IIi I - _,.i ,.._i - - i , 1 I I - _ _ ' _ -1 ._ 1 � DEEPENED RETAINING WALL _ tJ IMPROVEMENT PLANS 12854 -I --1- -- -.1 �- � - , - � ; _ ! I_ -1 I -1; _i I I -I i 1 -1 � _I i : -I : ; I . I -1 � 1 -1 , „ :: i lI : I , - - - � •- - - _ _ _,> �W � __"'- , : - ! _I II 1 -111 -i lI i, - : �- -: ,- ,_, ; -n - � 1 _ :_ 1 - , I - i i 1 �-. ,��- DEEPENED FOOTING FOOTING PER SDRSD C -4 FOOTING - _ � _' 1 _' -- -- - -- - 7 III -I, . -1 J- � „ -� _ -1 i -� „I I H; , i -,11 -1 ,- : , - - 1 -= l i _ , • 1= ' -- ' -_ " i : -- ' -. _I _� _III 1 ---� � _� i ' - !- ; - - :1 -III I , I -1' 1 Ili_, , __1 �L� 1 11 III ICI , -� - PER SDRSD C -4 PER SDRSD - ..�� - - ,emu ---- DEEPENED FOOTING DEEPENED FOOTING RETAINING WALL RETAINING WALL RETAINING WALL TOP OF BERM INSTALL DEEPENED CONSTRUCT 5" DASHED LINE PER SDRSD C -4 SD C 4 INSTALL 2' WIDE TON EL =321.5 FOOTING PER RETAINING WALL RETAINING WALL NOTE: ALL GV,0UWD- HOUWTtO ELECTRICAL AWO ROCK RIPRAP WITH PCC DRIVEWAY REPRESENTS PER SDRSD C -4 PER SDRSD C -4 DEEPENED BIORElENTION BASIN ARCHITECTURAL PLAN EXISTING GRADE SECTIONA FOOTING MECHANICAL E61U1 /ML'Nl" SHRU BE xR6eNED MIN. 2.7' EMBEDDED (UNLINED) PER DETAIL CONSTRUCT 5" PER SDRSD D -40 SHEET 3 PCC DRIVEWAY NOT TO SCALE lb THE SATISFRCT1o11 of THE P�NNItJIn RNO Bu1L1p1N4 DEPART mr. ULTIMATE CONSTRUCTIONNOTES: EASEMENTNOTES: EXISTING UTILITIES SHOINN HEREON ARE R /yy R SUBDIVISION FROM BEST AVAILABLE RECORD RAW R Ct BOUNDARY INFORMATION. ACTUAL FIELD CONDITIONS O INSTALL ORCO BLOCK POROUS PAVERS (OR CITY APPROVED EQUIVALENT) � EXISTING EASEMENT FOR PUBLIC ROAD TO THE COUNTY 11 PROPOSED PUBLIC PARKING EASEMENT TO THE MAY VARY. CONTRACTOR TO POTHOLE 4.5' 5.5' 20' PER DETAIL SHEET 3 OF SAN DIEGO - BOOK 1535, PAGE 444 O.R. HOMEOWNER'S ASSOCIATION PER FINAL MAP 30' 0,5' 12' TO FC 12' TO FC 3.5' EXISTING UTILITIES PRIOR TO CONSTRUCTION 10' 10' ! O INSTALL 6" X 16' PCC FLUSH CURB ❑2 EXISTING EASEMENT FOR PUBLIC UTILITIES & 12 PROPOSED PUBLIC ROADWAY EASEMENT FOR OR ORDERING MATERIAL. ANY DEDICATION �- , iNGRESS/EGRESS TO SDG&E - BOOK 785, PAGE 219 BALOUR DRIVE TO THE CITY OF ENCINITAS DISCREPANCIES OR DEVIATIONS FROM THE I i ® INSTALL 6" PCC CURB PER SDRSD G -1 D.R. (CENTERLINE SHOWN) DEDICATED PER FINAL MAP PLANS SHALL BE REPORTED TO THE 2.5' 9' ENGINEER OF RECORD UPON DISCOVERY, { 1 7' 2 8° ® INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2 ❑3 EXISTING EASEMENT FOR PUBLIC UT1LI77ES & 13 PROPOSED WATERLINE EASEMENT TO THE SAN INGRESS /EGRESS TO PACIFIC TELEPHONE AND DIEGUITO WATER DISTRICT PER FINAL MAP 2% 2% VARIES VARIES sl (- �t 2% 2% 2• I- 7 O FOUND SURVEY MONUMENT. CONTRACTOR TO PROTECT IN PLACE IF TELEGRAPH COMPANY - BOOK 8040, PAGE 6 O.R. WATER AND SEWER AND WATER SHOWN HEREON == �- - -; EXISTING OFF SITE MONUMENT IS DISTURBED DURING CONSTRUCTION, A LICENSED LAND 14 PROPOSED PUBLIC SEWER EASEMENT TO THE CITY " - _ _ -- - WALL TO REMAIN SURVEYOR SHALL BE RETAINED TO RESET MONUMENT AND FILE CORNER ® EXISTING AGREEMENT RESPEC77NG CONNECTION TO OF ENCINITAS PER FINAL MAP FOR REFERENCE ONLY. REFER TO SEPARATE INSTALL 5 PCC _ IMPROVEMENT PLAN 12854 -1 FOR CONSTRUCTION TYP. - ; 1 INSTALL 6" PCC CURB & I I I 1 - Ll -- _ ! (( 4l5 P RECORD WITH COUNTY OF SAN DIEGO SANITARY SEWER SYSTEM AND 1EMPORARY DISPOSAL SIDEWALK PER GUTTER PER SDRSD G -2 - - -- SDRSD G -7 - 1 '_ EXISTING 2" GAS 1- -; INSTALL 6 PCC CURB SYSTEM - DOCUMENT Na 223525 O.R. 15 PROPOSED GENERAL PUBLIC U77UTY EASEMENT TO ! -- ! _- I 1 PER SDRSD G -1 6 INSTALL 12 X 12" AREA DRAIN WITH 3" PVC SDRSD D -27 SIDEWALK THE CITY OF ENCINITAS PER FINAL MAP LINE PER P -E4 INSTALL 4 AC PAVEMENT -1 -_ O OFESS/ INSTALL 6" PCC CURB & = OVER 6" CLASS ll BASE ( UNDER DRAIN Q EXISTING EASEMENT FOR PIPE LINE(S) TO SAN DIEGUITO QR QN9 GUTTER PER SDRSD G -2 EXISTING 8" ACP -� I IRRIGA710N DISTRICT - DOCUMENT NO. 8652 O.R. 16 PROPOSED PRIVATE OPEN SPACE EASEMENT FOR �t50�ER G Lgjy1 !F WATER MAIN PER STORM WATER TREATMENT PURPOSES FOR THE -� PUBLIC 8" PVC SDR -35 � INSTALL 4' SOLID WALL PVC DRAIN PIPE ®1.0% MIN ��" 'I WO -53 -12 BENEFIT OF LOTS 1 -10 PER FINAL MAP t7 ,_ SEWER MAIN PER PUBLIC l � I EXIS77NG EASEMENT FOR PIPE LINES) TO SAN DIEGUITO z EXIS77NG UNDERGROUND ® CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -1 IRRIGATION DISTRICT - DOCUMENT NO. 76- 153051 O.R. w No. 80356 m IMPROVEMENT PLAN 12854 -1 17 PROPOSED iNGRESS/EGRESS EASEMENT TO THE Exp. 12�31�16 m TELEPHONE LINE EXIS77NG 12" ACP WATER HOMEOWNER'S ASSOCIATION PER FINAL MAP MAIN PER WO -62 -1 EXIS77NG 16" ACP WATER O CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -3 ❑7 EXISTING EASEMENT FOR PUBLIC UTILITIES & y^C y PUBLIC 8" CLASS -305 PVC INGRESS EGRESS TO SDG &E - DOCUMENT N0. �xP EXISTING MAIN RECLAIMED MAIN PER WO -76 -9 � 18 PROPOSED PRIVATE DRAINAGE EASEMENT FOR THE � CIV1� WATER MAIN PER PUBLIC 10 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -4 77- 436569 O.R. � '9T�c F WATER MAIN PER P -E5 BENEFIT OF LOTS 1 -10 PER FINAL MAP OF CAI � „ IMPROVEMENT PLAN 12854 -I INSTALL" 4" AC PAVEMENT EXISTING 24 STEEL 11 INSTALL 3" AC OVER 6" CLASS ll AGGREGATE BASE ACCESS ROAD ® EXISTING EASEMENT FOR PUBLIC UiltlTlES & OVER 6 CLASS II BASE OR TRANSMISSION MAIN INGRESS /EGRESS TO SDG &E - DOCUMENT NO. 175168 19 WATERLINE EASEMENT TO THE SAN DIEGUITO WATER PER CITY RECOMMENDATION PER WO -67 -7 Q CONSTRUCT PCC SPILLWAY AT 1.1% PER DETAIL SHEET 3 O.R. (NOT SHOWN) DISTRICT PER DOC I- REC PASCO LARET SWER BALOUR DRIVE - TYPICAL SECTION LA UREL COVELANE (PVT.) - TYPICAL SECTION INSTALL 12" X 12" AREA DRAIN ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 GRAPHIC SCALE 1 ° =20' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND GURVEYING NOT TO SCALE NOT TO SCALE 1® INSTALL 4" PERFORATED PVC DRAIN PiPE PERFORATIONS AT THE INVERT,• 10 PROPOSED PUBLIC EASEMENT FOR PRIVATE STREETS TO 555 North Highway 101, Ste A, Solana Beach, CA 92075 PIPE TO ONE POINT OF CONNECTION Wi7H ORIFICE DRAIN TO BROOKS BOX THE CiTY OF ENCINITAS PER FINAL MAP 20 0 20 40 60 ph 858.259.8212 I fs 858.259.4812 I plsaenglaeering.com 1 INSTALL N 0 PARKING FI E REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED BY DRBYIN BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. A5- TL 116-1 _,. CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS " /� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1"=20' - -- -- Joe DATE: ` JG' � BY.' _I ._� BY.' LEI �__ � /� r' /� f p np54 G STORM DRAIN CURB INLET. LOCATED ON THE T ER G LAWSON DATE MASIH MAHER LAUREL COVE _ 720 BALOUR DRIVE �L ®d -F ®�.i 2 - - -- - R. C.E. NO. 80356 NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL TYL G LAWSON EOWARO W. OEANE 11 i EXP. 12 -31 -16 ELEVATION. 182.995' DATUM: NAVD88 I REVIEWER 12=13CTOR I SENIOR ENGINEER I I DATE: DATE: /1 ! 6 CASE NO: 13 -267 TMDBIDRICDPIMND A.P.N. 259 - 101 -22 & 23 SHEET 2 OF 8 PREPARED: 511112016 REVISED: 912312016 PLEA 2112 R -A 2' 40' FENCE PER LANDSCAPE PLANS 26' TOP OF BERM i LOT2 1 EL =321.5 FF � INSTALL CONCRETE 3' X 3'.4OUTLET STRUCTURE X � WING HEADWALL PAD =2 PER SDRSD D -34 2 2 ° °•� - _ -II 1 'i LINE TS PVC EMERGENCY BIORETENTION BASIN PERFORATED DASHED UNDER DRAIN REPRESENTS DRAIN PIPE (UNLINED) PER DETAIL _ I I I- DEEPENED FOOTING 0 1.0% MIN THIS SHEET PIPE PER BASIN EXISTING GRADE DETAIL THIS PER ARCHITECTURAL PLANS INSTALL 2' WIDE 4 TON ROCK SHEET RIPRAP WITH MIN. 2.7' EMBEDDED PER SDRSD D -40 SECTIONP FG =317.0 NOT TO SCALE 5' GUE y VARIES VARIES PER PLAN PER PLAN g 7% 3' X 3' BROOKS 3' X 3' OUTLET STRUCTURE LENGTH PER PLAN WEIR Q 18" OVERFLOW VARIES VARIES RESTRICTOR TG =320.7 PER PLAN PER PLAN 9.7% PLATE ASSEMBLY LW 6" PCC CURB '& GUTTER PER SDRSD G -2 TC =FL 1 I) ETC= FL +0.5' DRIVEWA Y- TYPICAL DETAIL NOT TO SCALE EXISTING 15' R )E WATER EASEMENT 50' 10' 10' 30° 12' 15' SYSB EXISTING OFFSl1E 10' DASHED LINE �1 3' DEEPENED FOOTING REPRESENTS STEM WALL PER PER ARCHITECTURAL WALL TO REMAIN U ---- -) FOUNDATION PLAN LOT 1 PLANS EXISTING GRADE LOT 2 ! 3.3' FF -=5 FF -mp PAD-30 PAD-30 PAD - &W r _ -I � I < -, I -I I i --I I - -.I. i -- - - -i I 1 . -I I j.. I , i. -_ I I •i I � - i -i ! __ - _", .- I ;.:- -I I __ I I -1 � I ' ` I' ; INSTALL. rAC - I I ! ! T i - ! I- L_) ! ! ! - I -) I -I -I - ---1 - V4 - I - �' - ! .- -III I_' I ! i 6 CLASS It AB -I I - "I - I -I -- �! l i -! I I ! i- I , - 1 - it -'I i -I I I II I I - - IIYJ I /ILL ( i I _ ��,_�s��L =�11 I � _ I .III- _ I nl 4 O H SA /'•OA,/CI I -- - i-�- -i Imo_,_,! I -; (I I I II I -I 1= EXISTING WALL DEEPENED FOOTING PER ARCHITECTURAL �-LL 1 TO REMAIN ACCESS ROAD PER _ PLANS; FOOTING SHALL BE DEEPENED CONSTRUCT MASONRY GEOTECH RECOMMENDATION 6" x 5' WIDE PCC SO AS TO NOT SURCHARGE EXISTING SPILLWAY PER DEEPENED FOOTING 16" PVC WATER MAIN WATER MAIN; BF =318.0 DETAIL THIS SHEET PER ARCHITECTURAL RETAINING WALL PER RELOCATION PER CW17G EXISTING 16" ACP WATER PLANS SDRSD C -1 DEEPENED FOOTING MAIN PER WO -76 -9 EXISTING 24" STEEL TO BE RELOCATED AWAY PER ARCHITECTURAL TRANSMISSION MAIN FROM BUILDING FOUNDATION PLANS PER W0 (7P317.0) SECTION C NOT TO SCALE 34' 36' 29' 12' 12' TO FC 3.5 DASHED LINE REPRESENTS TC =32 .6 I ' EXISTING OFFSITE EXISTING GRADE LOTS FL=329.1 WALL TO REMAIN IMF - 33Q1 ix PAD =4 - -_- - I _ % Mill I I - ! - - I _I I- 1 1 ! ! --- _ - I - 11- -I- � I I - - - ! I FE-1 I ! !--- INSTALL 6 u PCC _I CURB PER SDRSD G -1 -- - - -I - -1 I I_l__� °i11- W - -I _- I ! -_ ! i ! - -i I ! __) I_ I ! -) ! -i I -!i - 1 I I 1 I I I I _- I L. -- _ -III -�` ��ll !INSTALL 6 PCC CURB J I- - I I INSTALL 8" PVC l I EXISTING OFFSITE 1_ tr PUBLIC WATER MAIN WALL TO REMAIN PER SDRSD G -1 - I I _ EXISTING 24" STEEL _I' TRANSMISSION MAIN INSTALL ORCO BLOCK POROUS PER WO -67 -7 PAVERS OR ENGINEER EXISTING 16" ACP APPROVED EQUIVALENT INSTALL 8" PVC WATER MAIN PER PUBLIC SEWER MAIN WO -76 -9 SE'CTIOND NOT TO SCALE 3' X 3' BROOKS 18" OVERFLOW 3' X 3' BROOKS 3' X 3' OUTLET STRUCTURE BOX OUTLET STRUCTURE WEIR BOX OUTLET STRUCTURE 18" OVERFLOW TG =320.7 RESTRICTOR TG =320.7 WEIR BASIN FINISHED PLATE ASSEMBLY BASIN FINISHED 18" PVC EMERGENCY SURFACE EL =319.7 LAYER J" TO SURFACE EL =319.7 OUTLET DRAIN PIPE CRUSHED ROCK 1.1" HMP SIZED FLOW NOTES: BEYOND 18" PVC EMERGENCY I �) CONTROL ORIFICE PAVER INSTALLATION SHALL BE PER MANUFACTURER'S ( OUTLET DRAIN PIPE IE =3172 I " 1.1 HMP SIZED FLOW DRAIN PIPE TO CONNECT PER VIOUSPA VERS - I_- CONTROL ORIFICE DER RPIPE *NOTE: "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" 1E =317.2 THE MIX SHALL CONTAIN -) DRAIN FROM HMPNBASIN 1 B I O R E T EN T I O N B A S I N D E T A IL - - I TO CONNECT TO BROOKS BOX �_ 4" SOLID WALL PVC 4" PERFORATED PVC PIPE 4" SOLID WALL PVC 4" SOLID WALL PVC HMP CONTROLLED W/ FILTER FABRIC PERFORATIONS HMP CONTROLLED HMP CONTROLLED OUTLET DRAIN PIPE AT THE INVERT, PIPE TO RUN OUTLET DRAIN PIPE OUTLET DRAIN PIPE ENTIRE LENGTH OF HMP BASIN OUTLET STRUCTURE /RISER - TYPICAL DETAIL NOT TO SCALE MORTAR CAP PER STRUCTURAL STANDARD BW = BOTTOM OF WALL - AT FINISHED GRADE FINISHED GRADE - TW = TOP OF WALL AT FINISHED SURFACE LOT$ FF -3m LOTS J=. q"a 209" Z p q, M -_III - _ /1•iiQX - -- l i- H I MIN. 6" COVER AND iii - -( lj -jl!- � -,- III.,-- .II( =-1�! , - _ _ I I ( � ��- BUILDING FOOTING 7' TO DAYLIGHT III -III III - I I - SHALL NOT SURCHARGE RETAINING WALL STEM MASONRY RETAINING WALL - TYPICAL DETAIL REFER TO SEPARATE RETAINING PLANS FOR SLAB AND NOT TO SCALE FOUNDATION DETAILS WALL. TIN, AND TYPE PER PLL AND 5, GRADING A DJA CENT TO RESIDENCE - TYPICAL DETAIL 1.5' 2' 1.5' DEEP X 5' WIDE PCC SPILLWAY PCC SPILL WA Y- TYPICAL DETAIL NOT TO SCALE a PE SDR D G- DRI VEWAY LOT 1- < TC= +0. ' a a I LO POI T OF R =3' / PCC SPILLWAY PER 111 DETAIL THIS SHEET 4 / AY LO 2 5�0e� e�e R =2' ^fie C1111 'd A TC =FL a GRADE BREAK/ HIGH POINT PCC SPILL WA Y OPENING - TYPICAL DETAIL NOT TO SCALE 21' OR 42' *6" PCC CURB PER SDRSD G -1 *6" PCC CURB PER SDRSD G -1 NOT TO SCALE PERVIOUS PAVERS ORCO AQUA -BRIG OR 3' X 3' OUTLET STRUCTURE APPROVED EQUAL FILL OPENINGS IN TOP OF BIOFILTRATION PAVER UNITS WITH 4" BASE COURSE TO 3/a" AGGREGATE LAYER J" TO J" CRUSHED it GROUNDCOVER PLANTINGS ROCK AGGREGATE PER LANDSCAPE PLANS EL =321.5 2" BEDDING COURSE 6" SUB BASE COURSE LAYER J" TO LAYER J" ANGULAR AGGREGATE CRUSHED ROCK EL =318.2 NOTES: f - NO LINER OR FILTER FABRIC IS TO BE USED. PAVER INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR REFERENCE ONLY. PAVER SECTION IS REQUIRED TO MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS. DRAIN PIPE TO CONNECT PER VIOUSPA VERS - TYPICAL DETAIL NOT TO SCALE 0.8' FREEBOARD & CONVEYANCE 3' X 3' OUTLET STRUCTURE TG =320.7 TOP OF BIOFILTRATION BASIN, EL =319.7 DROUGHT TOLERANT GROUNDCOVER PLANTINGS TOP OF BERM; PER LANDSCAPE PLANS EL =321.5 I *18" MIN. ENGINEERED SOIL M 12" - SEE NOTE BELOW 4" PERFORATED PIPE 11 EL =318.2 W/ FILTER FABRIC f - PERFORATIONS AT THE 1__ ';" CLEAN INVERT; PIPE TO RUN - i I -� I CRUSHED ROCK -I LENGTH OF HMP BASIN -, �� " 18 PVC EMERGENCY 4" PERFORATED PVC UNDER OUTLET DRAIN PIPE PER PLAN DRAIN PIPE TO CONNECT TO BROOKS BOX 1.1" HMP ORIFICE IE =317.2 *NOTE: "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE NO LINER SHALL BE UTILIZED IN BASIN B I O R E T EN T I O N B A S I N D E T A IL NOT TO SCALE *NOTE. DEEPEN G -1 CURB TO EXTEND BENEATH PAVER SEC7ION *6" PCC CURB PER SDRSD G -1 FPCC C &G PER SDRSD G -2 NOTE. SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETEN77ON BASINS BY THE (ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVA77ON 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE:, ETC. 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN 10TH VEGETATION ESTABLISHED y` G LA o 04 No. 80356 Exp. 12/31/16 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYM NOT TO SCALE 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 958.259.82121 fx 858.259.4812 1 pleaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DES�B K sv DRBYAIBY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. i Drs- L1TL Cj �° d`1 _ CITY OF ENCINITAS SURVEY CONTROL POINT F' PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D GRADING PLAN FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1 " =20' y5 i'__ 7322 ", SET IN THE NORTHWEST CORNER OF A DATE: d. /6 BY: 8Y.° mtt� , A p p p��/� STORM DRAIN CURB INLET. LOCATED ON THE T ER' G LAWSON DATE -2 R.C.E. NO. 80356 MASIH MAH R "UREL COVE - 720 OQLOU►-7 ®IFYV �� -C --- - - - - -- NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NIA TYL G LAWSON EOWARO W. 06W IL _._ EXP. 12 -31 -16 ELEVATION: 182.995' DATUM: NAVD88 REVIEWER I W&PECTOR I SENIOR ENGINEER DATE, 11114116 DATE: CASE N0: 13 -267 TMDB /DR /CDP /MND A.P.N. 259 - 101 -22 & 23 SHEET 3 OF 8 PREPARED: 511112016 REVISED: 912312016 PLSA 2112 36.25' 160.56' PM STA: 7 +29 q0 °. ^ i i I 1 2 2 8 I 8 $ _ -- - - -- -- _ P11 -ELE - - - 9/ q/ 4� 4T 9� LVC:40.0 I ; N ui °' I I NOTE: FROM STA 3 +61.33 TO STA 7 +49.06: TOP OF 6' CURB 12' RIGHT - CL EILEV + 0 26' I `rte a°; ,N �! N to to d. I I � I r „ d , i o M N ; ! ! PVI STA.6 +65.00 rn - i -_ lL_IE.- .OES _CURB_ 12 LE_T a � .- 04 _. � E ! ,- - - -- - -- - - -- --'-- - -- - - - -+ � r � U 11 ! M N m o! oo N. - I -PVf ECEV336.75 - -- - r 3 r- -2.80% o o ~ H I) M I N N N 1 � N ! M I II j i ' 1 LVC: 50.p ' w s uj ^ M t ! F II M N M II V 1 2.80% I - - -._. _ _. i o - - o - - m m - - -> w - O% a r� .. _ d 11 i i o ui o a' i 1.00 w 2.0 w 1 ! I 3 I I i f I k ; co <o t i ! I t W pp I f O 1 �� In t e I ! t >�._ 1. �.-_ ... _ _.. .. ` +gyp i 7 } I O II p { 1 .. I f �� 1..� iw LINE REPRE ° I_ {p I Ld F- N GRADE AT t2ENTERLiNE ' o 9' ¢ ¢ TOP OF CURB ELEVA71ON LOW POINT = 22.2 +Q+ j o 00 i z ,,y . i i ro PM STA:14 +80.00 TOP OF 8'I' PVC - - - - -�!? - -. - - -! _---- --__ -- 6 X 5_PC _SPILLWAY __ N -- _ _ -- - - - - - - _ ��. - - I - - -- c� -- - ... -- - - - - -- -- - - -- - - - -- - .. -- -- -- - - - - -f _ ELEV.328:55 f � _ f CLASS 30 - P0OFILE VIE WUL - ®�7AC ? 2 LVC:;40.0 M f ,.1 ¢ M ? WA TER MAIN ° c°, o0 0� N m ,i Q _y� a SCAL HORIZ 1' 20' 1 C5 N I °o N i+ o Q M y I 4.69°h RT1 _ _. _ ._ - -- - - -- - _ --_ -- _ _.._.- -. -- -- _ _._._ . .-- -..._-- _ --- . _ -- --- _ _.._ _ _.____. __ .._._._.__-- _ --. II _ __-- -_T +M ii M - ? i 9 , �n 6 f 4. , it ; - { o Z 1 ! f I ! i I _ 1 m o oo Fri - - - -- I.______ -__. - ;- ...___ ,. _v__.._ ( _ ___. O 1 O __.._ _ + _. _ ..a_...__�_. V.._.. U.; j o + `� d N II M > m I W - 469 I - -i - n 00 I f - --- - 1 N +,� I MNj M iFQ-J j - - - J .I. d; M N ! II M I F J - - - + - -N _ ` f I - ___ -. -1 -_ Q ! N W _ _ _ _ - __ 1- ' -. -.__ .._ .____._._...� ._- _....__ ___ _ .._. __...._____ __ _ _ _ _ .._...- _..__ _._._ _ , -_ __ _.._,__ ______ __ _ _ __ _... _.___ - -_.__ ______- ___.._ _- ._.._____ __ _____ -_ .. ______ ._.__.___..- ...... _ _ _. ___._. + ? 11 f 54 w - - - - - zJ - - -- F- J -_" M i 04 TAJ 8- I 11 � i i M , f i i N 24 ; I TOP OF EXIS�1 G - 7* PROFILE VIEW� L_A_ UR8L CO L_ ANE (PVT.) _ STEEL WA MAIN i I J = - ! - ! CALF HORN I { 3 { , i t S �- i i t , - I ' , ! UBLIC -� ! VC SEWER - - - - - - r- - f - I i CL mo I € j PU C8 - - - -I _ i - - - 1 I t r i __ , t, i TOP OF EXISTING 1'9" NOTE: PUBLIC WATER & SEWED SHOW I _ -_..__ ._._.__ - a - ! FO REFERENCE ;ONLY -SEE 12854 -I _ _ _. -. -- ._._ . ,____._- ___ >..__. __.___�_ -- .- ___.. -- --- . -_ -__ _- - - - -,. _ ---- ._._.__ _._ __.._. -.� _ --__ ___ ACP WATER MAtN F r _ ❑ CU's DATA TAd! E LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS CONSTRUCTION 11J L6 20.59' N 885641" W - - 6" G -2 CURB & GUTTER 6" G -2 CURB & GUTTER Ci L7 29.19' - 112 LF A = 145541" 6" G -2 CURB & GUTTER 6" G -1 CURB C2 18 22.93' - 88 LF A = 145541" 6" G -2 CURB & GUTTER 6" G -1 CURB L2 L9 32.56' N 885641" W - - 6" G -2 CURB & GUTTER 6" G -1 ,'CURB U 1 9.01' N 2029'17" E 1 - 6" G -1 CURB 6" G -2 CURB & GUTTER R . ,......,. w.'.'xi,. 42.00' N 88 56'41 " W - - 6" G -1 CURB 6" G-1 CURB L5 .<uf. L. v.rrF.. .. �.... 'em 9.01' N 182331" IN - - 6" G -1 CURB UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXIST)NG UTIUAES UNKNOWN, CONTRACTOR - vv TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO = wWN ORDERING MATERIALS AND CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES II BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF II n17 n14Z1-RC-0AMf-V PUBLIC WATER AND SEWER SHOWN HEREON FOR REFERENCE ONLY. REFER TO SEPARATE PUBLIC IMPROVEMENT PLAN 12854 -1 FOR CONSTRUCTION (TYP.) J ❑ C" DATA TAR ❑ CM DATA TABLE LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS 1 L6 21.02' 81.89' N 8856'41" IN - - 6" G -2 CURB & GUTTER 13 L7 9.01' 9.01' N 2029'17" E - - 6" G -1 CURB 14 18 70.50' 21.02' N 885641" W - - 6" G -1 CURB C3 L9 36.25' 9.01' N 1823'31" W - - 6" G -1 ,'CURB C4 1 28.13' 28.63' N 8856'41" W - - 6" G -2 CURB & GUTTER 1 . ,......,. w.'.'xi,. 8.94' 9.01' N 2029'17" E 1 6" G -1 CURB 6" G-1 CURB J ❑ C" DATA TAR LINE LENGTH CHORD/BEARING RADIUS DELTA COMMENTS 50.00' 1 - 21.02' N 88'56'41" W - - 6" G -1 CURB A = 14 °55'41" 13 26.05' 9.01' N 18'2331" W - - 6" G -i CURB N 88 56'41 " W 14 - 70.50' N 88 5641 " W - - 6" G -2 CURB & GUTTER ... _.'i'A ,a e ay. <.. _.. 'AA�?4.,_ C3 v e � p. ... Y�3X- WiNi. „a......<a3LT:X4.. _N F.R. +.fiMf9Aa ... 36.25' - 28 LF 6 = 74'11'04" 6" G -2 CURB & GUTTER C4 20 0 20 40 60 28.13' - 1 36 LF III, = 44 °45'45 6" G -2 CURB & GUTTER 1 . ,......,. w.'.'xi,. 8.94' N 12'11'44" E - - 6" G -1 CURB '*"t"' 1 .<uf. L. v.rrF.. .. �.... 'em 20.59' N 88'5641" W - v�wF,.. .,Y,�- 6" G -1 CURB ❑ CW DATA TABLE LINE LENGTH CHORD /BEARING RADIUS DELTA COMMENTS 50.00' 17 - 8.66' N 26'41'04" W - - 6" G -1 CURB A = 14 °55'41" C5 26.05' 45.90' - 36 LF A = 73'03'16" 6" G -2 CURB & GUTTER N 88 56'41 " W (� - 59.00' - 36 LF A = 935426" 6" G -1 CURB ... _.'i'A ,a e ay. <.. _.. 'AA�?4.,_ L1 v e � p. ... Y�3X- WiNi. „a......<a3LT:X4.. _N F.R. +.fiMf9Aa ... 376.93' N 88 56'41 " W - 6" G -1 CURB C7 20 0 20 40 60 29.19' - 112 LF = 1455'41" 6" G -1 CURB C8 . ,......,. w.'.'xi,. 22.93' - 88 LF = 145541" 6" G -1 CURB '*"t"' 1 .<uf. L. v.rrF.. .. �.... 'em 20.59' N 88'5641" W - v�wF,.. .,Y,�- 6" G -1 CURB O PWATEROAD - C&AMLM DATA LINE LENGTH CHORD /BEARING RADIUS DELTA 1 50.00' N 88 56'41 " W - - oN EXiS77NG 16 ACP WATER MAIN PER WO -76 -9 - 100 LF A = 14 °55'41" t26.05' 26.05' = CUL -DE- SAC -STA 2 +96.81 100 LF A = 14 55'41 " -67 -7 376.94' N 88 56'41 " W - - - -r-- r Elf I G 4 L1 \ 12 L11 L9 L8 7 _ - _ - L5 L4 - IS ) a 4 e a ° ° 1 f 1 1 _ _ 1 a y a ° e- a aii' 4 _ STA 7 +29.05 -0.0 RT CUL -DE -SAC STA 2+27.31 C5 oc a cmi or Q ¢ � con � M m F_ > ¢� Ix F- cs O of ¢� ck: �': o ct c6 (0 Q ¢ c�i ck: PCR II c d aon �¢r oSoi moo �¢� CL 17' PCC DRIVEWAY PER 1 °I O +a p3 I p3 I tcyNN ANN o3 ( ANN LOMM 03 I p3 1 u7�M u7M� 03 I O� 03 I 00 �O MM MM M�"9 MM �M M �+ SDRSD G -14A C4 ^i ? �' <`i �_' o ® II 11 o 0 II ^ ? �' o 11 II o 11 11 ;:i ? o �i o o If II o 11 II �i �' o , 0 5 GENERAL PUBLIC UTILITY Q N U, N U -� m N U N U C m N U N U -� z q z EASEMENT PER FINAL ^ 5 ' - - -- z c~i) oc°n z F_ly z qy 2 F_t z F_L� z oc°n z qt°n z {-w z F-'' z °c°n z °� MAP N¢ �jU �Up 00 N N QUO 00. 00 ^Up OUp 00 0) NUp m �Uq CUL-DE-SAC STA 2 +11.94 �c 1 I ¢ U y U cn °j m U cn `r et °p U cn N U rn � "? °' U va � U y N � 6" DEEP X 5' WIDE /I L T � "' a N Q_ .* Ld n A p ao w ni a 0i a ^ a PUBLIC EASEMENT FOR q I 1 o L m rn m w o 0) v u�. m + m + cn PCC SPILLWAY ®1.09 MIN I m m + w +1n w + h w + + +-Low + + + w + w + + h w ° + w ^ PRIVATE STREET PER ¢ I NU Mq M ^4. .r ^Q. d. .y. V- ^a y. i h ^a ,n^0_ u' V cp ^0. (a Q. O PER OPENING DETAIL SHEET 3, I a a I M a ¢ (16 ¢ ¢ ¢ ¢ cT ¢ cD ¢ ¢ ¢ ¢ ¢ t6 FINAL MAP �' o IE =321.7 p 56,_ x -x- + > f- F- f-- � ti- ,- �a ° e hwo ywo N y cno ( cnwo cnwo cn cn cnwo two �a CUL-DE-SAC STA 1 +99.66 a °y ° `I a I \ I v v v o CL MODIFIED PCC DRIVEWAY V SEE DETAIL SHEET 3 °) I If \ I I o SUBDIVISION m CONSTRUCIIONNOTEY O INSTALL ORCO BLOCK POROUS PAVERS (OR ENGINEER APPROVED EQUIVALENT) PER DETAIL SHEET 3 INSTALL 6" X 16" PCC FLUSH CURB O3 INSTALL 6" PCC CURB PER SDRSD G -1 ® INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2 INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL THIS SHEET ° BOUNDARY PLAN VIEW LAUREL COVE LANE (PVT.) I) I + °' 11 If + ° n M ° 0.5' 12' TO FC 12' TO FC 3.5'� SCALE: 1 " =20' S I� ( ¢c2 1ce I 9' 3' ROFESS /0 1.7 2.8 PERVIOUS PAVERS O Q R G Lq Nq! o ® 2% 2% 2'1 e PER DETAIL SHEET 3 ��6oyFc { EXISTING OFF SITE .11F y " j_ 0.13' c� m I I i INSTALL 6 PCC CURB & -- I_ glS3 �( - I WALL TO REMAIN 8.3% 8x39 W No. 80356 m -- a INSTALL 6" PCC CURB V � Exp. 12/31/16 A GUTTER PER SDRSD G -2 - -, j � I� I - =i l 1 IQ INSTALL 4" AC PAVEMENT PER SDRSD G -1 16" CIV1� jj P " i I OF CA1 -VF�� 0 I! OVER 6 CLASS II BASE I ; � PUBLIC 8 " CLASS -305 PVC 4 AC OVER j V PUBLIC 8" PVC SDR -35 " STA 7+96 06 -0.0 LT SEWER MAIN PER PUBLIC WATER MAIN PER PUBLIC „ 6" CLASS 11 AB Q Q I, MH #3 IMPROVEMENT PLAN 12854 -1 IMPROVEMENT PLAN 12854 -1 NOTE ONLY LOW LYING GROUND STA 300.00 12.D LT { " oN EXiS77NG 16 ACP WATER MAIN PER WO -76 -9 ° oU ., \ COVER PERMITTED Ii -THIS AREA = CUL -DE- SAC -STA 2 +96.81 (IN OUT = 319.10) 3 F. -67 -7 - / ` 3 ��, ,�( <. 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'i�i.^'d^ ........ �"- „."�',i,, a oau..:��"."`K^:t' ... ...... .. .. ....Yiz..., i v- ,,sRs. .,. .. v�wF,.. .,Y,�- i,.... .. o-. a ''...'z�T.m�,',�?l�ra.,........ / __ _ •.. .... ,,.» �.. ... \\....., n _ -. / II7N' I V - -r-- r Elf I G 4 L1 \ 12 L11 L9 L8 7 _ - _ - L5 L4 - IS ) a 4 e a ° ° 1 f 1 1 _ _ 1 a y a ° e- a aii' 4 _ STA 7 +29.05 -0.0 RT CUL -DE -SAC STA 2+27.31 C5 oc a cmi or Q ¢ � con � M m F_ > ¢� Ix F- cs O of ¢� ck: �': o ct c6 (0 Q ¢ c�i ck: PCR II c d aon �¢r oSoi moo �¢� CL 17' PCC DRIVEWAY PER 1 °I O +a p3 I p3 I tcyNN ANN o3 ( ANN LOMM 03 I p3 1 u7�M u7M� 03 I O� 03 I 00 �O MM MM M�"9 MM �M M �+ SDRSD G -14A C4 ^i ? �' <`i �_' o ® II 11 o 0 II ^ ? �' o 11 II o 11 11 ;:i ? o �i o o If II o 11 II �i �' o , 0 5 GENERAL PUBLIC UTILITY Q N U, N U -� m N U N U C m N U N U -� z q z EASEMENT PER FINAL ^ 5 ' - - -- z c~i) oc°n z F_ly z qy 2 F_t z F_L� z oc°n z qt°n z {-w z F-'' z °c°n z °� MAP N¢ �jU �Up 00 N N QUO 00. 00 ^Up OUp 00 0) NUp m �Uq CUL-DE-SAC STA 2 +11.94 �c 1 I ¢ U y U cn °j m U cn `r et °p U cn N U rn � "? °' U va � U y N � 6" DEEP X 5' WIDE /I L T � "' a N Q_ .* Ld n A p ao w ni a 0i a ^ a PUBLIC EASEMENT FOR q I 1 o L m rn m w o 0) v u�. m + m + cn PCC SPILLWAY ®1.09 MIN I m m + w +1n w + h w + + +-Low + + + w + w + + h w ° + w ^ PRIVATE STREET PER ¢ I NU Mq M ^4. .r ^Q. d. .y. V- ^a y. i h ^a ,n^0_ u' V cp ^0. (a Q. O PER OPENING DETAIL SHEET 3, I a a I M a ¢ (16 ¢ ¢ ¢ ¢ cT ¢ cD ¢ ¢ ¢ ¢ ¢ t6 FINAL MAP �' o IE =321.7 p 56,_ x -x- + > f- F- f-- � ti- ,- �a ° e hwo ywo N y cno ( cnwo cnwo cn cn cnwo two �a CUL-DE-SAC STA 1 +99.66 a °y ° `I a I \ I v v v o CL MODIFIED PCC DRIVEWAY V SEE DETAIL SHEET 3 °) I If \ I I o SUBDIVISION m CONSTRUCIIONNOTEY O INSTALL ORCO BLOCK POROUS PAVERS (OR ENGINEER APPROVED EQUIVALENT) PER DETAIL SHEET 3 INSTALL 6" X 16" PCC FLUSH CURB O3 INSTALL 6" PCC CURB PER SDRSD G -1 ® INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2 INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL THIS SHEET ° BOUNDARY PLAN VIEW LAUREL COVE LANE (PVT.) I) I + °' 11 If + ° n M ° 0.5' 12' TO FC 12' TO FC 3.5'� SCALE: 1 " =20' S I� ( ¢c2 1ce I 9' 3' ROFESS /0 1.7 2.8 PERVIOUS PAVERS O Q R G Lq Nq! o ® 2% 2% 2'1 e PER DETAIL SHEET 3 ��6oyFc { EXISTING OFF SITE .11F y " j_ 0.13' c� m I I i INSTALL 6 PCC CURB & -- I_ glS3 �( - I WALL TO REMAIN 8.3% 8x39 W No. 80356 m -- a INSTALL 6" PCC CURB V � Exp. 12/31/16 A GUTTER PER SDRSD G -2 - -, j � I� I - =i l 1 IQ INSTALL 4" AC PAVEMENT PER SDRSD G -1 16" CIV1� jj P " i I OF CA1 -VF�� 0 I! OVER 6 CLASS II BASE I ; � PUBLIC 8 " CLASS -305 PVC 4 AC OVER j V PUBLIC 8" PVC SDR -35 " STA 7+96 06 -0.0 LT SEWER MAIN PER PUBLIC WATER MAIN PER PUBLIC „ 6" CLASS 11 AB Q Q I, MH #3 IMPROVEMENT PLAN 12854 -1 IMPROVEMENT PLAN 12854 -1 / 0 00 { " oN EXiS77NG 16 ACP WATER MAIN PER WO -76 -9 ° oU ., (IN OUT = 319.10) -67 -7 Z Q - -r-- r Elf I G 4 L1 \ 12 L11 L9 L8 7 _ - _ - L5 L4 - IS ) a 4 e a ° ° 1 f 1 1 _ _ 1 a y a ° e- a aii' 4 _ STA 7 +29.05 -0.0 RT CUL -DE -SAC STA 2+27.31 C5 oc a cmi or Q ¢ � con � M m F_ > ¢� Ix F- cs O of ¢� ck: �': o ct c6 (0 Q ¢ c�i ck: PCR II c d aon �¢r oSoi moo �¢� CL 17' PCC DRIVEWAY PER 1 °I O +a p3 I p3 I tcyNN ANN o3 ( ANN LOMM 03 I p3 1 u7�M u7M� 03 I O� 03 I 00 �O MM MM M�"9 MM �M M �+ SDRSD G -14A C4 ^i ? �' <`i �_' o ® II 11 o 0 II ^ ? �' o 11 II o 11 11 ;:i ? o �i o o If II o 11 II �i �' o , 0 5 GENERAL PUBLIC UTILITY Q N U, N U -� m N U N U C m N U N U -� z q z EASEMENT PER FINAL ^ 5 ' - - -- z c~i) oc°n z F_ly z qy 2 F_t z F_L� z oc°n z qt°n z {-w z F-'' z °c°n z °� MAP N¢ �jU �Up 00 N N QUO 00. 00 ^Up OUp 00 0) NUp m �Uq CUL-DE-SAC STA 2 +11.94 �c 1 I ¢ U y U cn °j m U cn `r et °p U cn N U rn � "? °' U va � U y N � 6" DEEP X 5' WIDE /I L T � "' a N Q_ .* Ld n A p ao w ni a 0i a ^ a PUBLIC EASEMENT FOR q I 1 o L m rn m w o 0) v u�. m + m + cn PCC SPILLWAY ®1.09 MIN I m m + w +1n w + h w + + +-Low + + + w + w + + h w ° + w ^ PRIVATE STREET PER ¢ I NU Mq M ^4. .r ^Q. d. .y. V- ^a y. i h ^a ,n^0_ u' V cp ^0. (a Q. O PER OPENING DETAIL SHEET 3, I a a I M a ¢ (16 ¢ ¢ ¢ ¢ cT ¢ cD ¢ ¢ ¢ ¢ ¢ t6 FINAL MAP �' o IE =321.7 p 56,_ x -x- + > f- F- f-- � ti- ,- �a ° e hwo ywo N y cno ( cnwo cnwo cn cn cnwo two �a CUL-DE-SAC STA 1 +99.66 a °y ° `I a I \ I v v v o CL MODIFIED PCC DRIVEWAY V SEE DETAIL SHEET 3 °) I If \ I I o SUBDIVISION m CONSTRUCIIONNOTEY O INSTALL ORCO BLOCK POROUS PAVERS (OR ENGINEER APPROVED EQUIVALENT) PER DETAIL SHEET 3 INSTALL 6" X 16" PCC FLUSH CURB O3 INSTALL 6" PCC CURB PER SDRSD G -1 ® INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2 INSTALL 3' WIDE PCC RIBBON GUTTER PER DETAIL THIS SHEET ° BOUNDARY PLAN VIEW LAUREL COVE LANE (PVT.) I) I + °' 11 If + ° n M ° 0.5' 12' TO FC 12' TO FC 3.5'� SCALE: 1 " =20' S I� ( ¢c2 1ce I 9' 3' ROFESS /0 1.7 2.8 PERVIOUS PAVERS O Q R G Lq Nq! o ® 2% 2% 2'1 e PER DETAIL SHEET 3 ��6oyFc { EXISTING OFF SITE .11F y " j_ 0.13' c� m I I i INSTALL 6 PCC CURB & -- I_ glS3 �( - I WALL TO REMAIN 8.3% 8x39 W No. 80356 m -- a INSTALL 6" PCC CURB V � Exp. 12/31/16 A GUTTER PER SDRSD G -2 - -, j � I� I - =i l 1 IQ INSTALL 4" AC PAVEMENT PER SDRSD G -1 16" CIV1� jj P " i I OF CA1 -VF�� 0 I! OVER 6 CLASS II BASE I ; � PUBLIC 8 " CLASS -305 PVC 4 AC OVER j V PUBLIC 8" PVC SDR -35 " STA 7+96 06 -0.0 LT SEWER MAIN PER PUBLIC WATER MAIN PER PUBLIC „ 6" CLASS 11 AB Q Q I I! MH #3 IMPROVEMENT PLAN 12854 -1 IMPROVEMENT PLAN 12854 -1 RIBBON GUTTER Ci2 o { " (RIM= 323.53) (IE IN = 319.20) EXiS77NG 16 ACP WATER MAIN PER WO -76 -9 EXISTING 24 STEEL TRANSMISSION MAIN PER WO GRAPHIC SCALE 1 " =20' TYPICAL SECTION RIBBON GUTTER + (IN OUT = 319.10) -67 -7 TYPICAL SECTION LAUREL COVE LANE (PVT) NOT TO SCALE 20 0 20 40 60 NOT TO SCALE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED K 6Y oRBAK �E cm ev ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. -3dn CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS HORIZONTAL 1 " =20' - �-- /P�D�A 7322 ", SET IN THE NORTHWEST CORNER OF A -- DATE: �f JO BY: IVI . ILA BY: to nt � p� IL1C 54-G STORM DRAIN CURB INLET. LOCATED ON THE R G LAWSON DATE R.C.E. NO. 80356 MASIH MAHE LAUREL COVE ° 720 BALOUR ®RI YC NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NI __ R G LAWSON EOWAQO W OEPOE r 'a• •� EXP. 12 -31 -16 ELEVATION: 182.995' DATUM: NAVD88 I REVIEWER L=ECTOR I SENIOR ENGINEER DATE: DATE: CASE N0: 13 -267 TMDB /DR /CDP /MND A.P.N. 259- 101 -22 & 23 SHEET 4 OF 8 PREPARED: 511112016 REVISED: 912312016 PLEA 2112 ft t i STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON— RECYCLABLE MATERIALS MUST THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DESIGNATING THE WASHOUT LOCATION. DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. CONSTRUCTION SITE ACCESS FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO AROUND THE SITE. PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR CONSTRUCTION VEHICLES SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED, ON —SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. SEDIMENT CONTROL NOTES 1. INSTALL STORM DRAIN INLET PROTECTION PER CALIFORNIA STORMWATER QUALITY ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, NOV 2009 EDITION (CA BMP HANDBOOK) FACT SHEET SE -6 & SE -10, DI PROTECTION TYPE 3 WITH GRAVEL BAGS; SEE DETAIL. 2. INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE -1 3. INSTALL TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE WITH SCREENING 4. INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CA BMP HANDBOOK FACT SHEET TC -1 (ADJUST SIZE AS REQUIRED) 5. CONTRACTOR TO INSTALL SOIL BINDER IN ACCORDANCE WITH CASQA BMP EC -05 (OR CITY APPROVED EQUIVALENT) PRIOR TO FORECASTED RAIN EVENT. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VAIRIN AT (949) 759 -4367. 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN —OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. �e I 19' RADIUS MIN. 20' MIN NOTE: CONTRACTOR TO MODIFIY CONSRUCTION ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE ' WU]la[.-i AIL A: CONSTRUCTION ENTRANCE NOT TO SCALE 314" MIN COARSE AGGREGATE — FILTER FABRIC 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ORIGINAL AREA GRADE TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED BIORETENTION BASINS SHAL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIORETENTION BASIN COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL APPROVAL TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE EROSION CONTROL LEGEND HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL B 000 SILT FENCE PER DETAIL C 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. GRAPHIC SCALE 1 " =20' 20 0 20 40 60 Z STAPLE WIRE FENCING TO THE POSTS. e 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FILTER FABRIC I WIRE DETAIL C: SILT FENCE NOT TO SCALE ,H No. 80356 Exp. 12/31/16 & ASSOCIATES IL ENGINEERING + LAND PLANNING + LAND SURVEYING i North Highway 181, Ste A. Solana Beach, CA 92075 858.259.8212 1 fa 858.259.4812 1 plaaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT °" tlT unBAK (79tiICW LIT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. AK CITY OF ENCINITAS SURVEY CONTROL POINT #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS STORM DRAIN CURB rINLET.WLOCATEDNON THE NORTH SIDE OF ENCINITAS BOULEVARD. ELEVATION: 182995' DATUM: NAVD88 HORIZONTAL 1"--20' VERTICAL NIA_ p lvllp T ER G LAWSON DATE PLANS PREPARED UNDER THE SUPERVISION OF / DATE: 356 6 R.C.E. 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OMOE IE 12854 -G DATE 1 Z1I4116 DATE: 125" /J(P CASE NO: 13 -267 TMDB/DR/CDP/EtA A.P.N. 259 - 101 -22 & 23 6 Of $ PREPARED: 22 JUNE 2016 PLOT DATE: 23 NOVEMBER 2016 I f i f i I BYE,yrypc\ o tat 0:3 Signature A 1 AUG. 2017 Renewal date \N� 17 O -Date 2016/��/ \ � rata SCALE: 1"=10' 3 FOR W 0' 5' 10' 20' REVISIONS APPROVED DATE REFERENCES DATE SCALE AS BUILT uLyufvtu rrr I UKAK9 7T GHLUKtu UT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. WATER DIST346 SUBMISSION 0 25 1 Cy P PREP ED UNDER THE SUPERVISION of RECOMMENDE APPROVED INTERIOR CITY S ISSION 10 9 6 & fl ®A NORIZ.: AS SHOWN 22 BY: ,__lj�l. BY.° N + ^� A® 2nd. I UBMISSION 1 16 DATE: �7 { Jj j (' PLA PLAN SDWD CO NTS 11 6 DATE MASIH MAHER n' ` "' "�+��°+.w.r 4 ®�,/ t -6JLLT 1/ERTICAL N A GARY DYE, LAD PE ARCHITECT EDWRRD 1nl• OERt39 ZC 12854 DATE: DATE: CASE NO: 13 -267 TMDB/DR/CDP/EIA A.P.N. 259 - 101 -22 & 23 7 of $ PREPARED: 22 JUNE 2016 PLOT DATE: 23 NOVEMBER 2016 N Z I.LJ r C "- m°y( REFER TO CALL OUT TT IN FINISH SCHEDULE REFER TO CALL OUT'F2' IN V) FINISH SCHEDULE REFER TO CALL OUT TS IN W I) FINISH SCHEDULE Q REFER TO CALLOUTT4•IN _ FINISH SCHEDULE REFER TO CALL OUT'F5' IN FINISH SCHEDULE LAJ REFER TO CALL OUT'F6' IN O FINISH SCHEDULE w CL BYE,yrypc\ o tat 0:3 Signature A 1 AUG. 2017 Renewal date \N� 17 O -Date 2016/��/ \ � rata SCALE: 1"=10' 3 FOR W 0' 5' 10' 20' REVISIONS APPROVED DATE REFERENCES DATE SCALE AS BUILT uLyufvtu rrr I UKAK9 7T GHLUKtu UT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. WATER DIST346 SUBMISSION 0 25 1 Cy P PREP ED UNDER THE SUPERVISION of RECOMMENDE APPROVED INTERIOR CITY S ISSION 10 9 6 & fl ®A NORIZ.: AS SHOWN 22 BY: ,__lj�l. BY.° N + ^� A® 2nd. I UBMISSION 1 16 DATE: �7 { Jj j (' PLA PLAN SDWD CO NTS 11 6 DATE MASIH MAHER n' ` "' "�+��°+.w.r 4 ®�,/ t -6JLLT 1/ERTICAL N A GARY DYE, LAD PE ARCHITECT EDWRRD 1nl• OERt39 ZC 12854 DATE: DATE: CASE NO: 13 -267 TMDB/DR/CDP/EIA A.P.N. 259 - 101 -22 & 23 7 of $ PREPARED: 22 JUNE 2016 PLOT DATE: 23 NOVEMBER 2016 Wiwi 4 1 / d 1 / d d cd `� 1 �1 4`� 1 APPROXIMATE LOCATION OF —\i PROPOSED IRRIGATION CONTROLLER & ELECTRIC METER o \ a\ . \\ a ,?F' 1 j ACH ACHILLEA ISLAND PINK 1 I POD PODOCARPUS FERN PINE 24 M STANDARD MIL MILLEFOLIUM YARROW GAL. I 0 --- GRA GRACILIOR BOX ISLAND PINK l AGAVE 4moo� Q AGA BLUE FLAME 5 ATTENUATA AGAVE GAL. ERI ERIOB07RYA BRONZE LOQUAT 15 M STANDARD BF 'BLUE FLAME' DEF DEFLEXA GAL. BOU BOUGAINVILLEA 5 YD 'YANI S DELIGHT' NCN GAL. EUC OR EUCALYPTUS 15 VIMINA IS CAL CORAL GUM L LOW BRANCHED CAL CALLI TE DWARF 5 � ,.. TOR TOROUATA GAL. Li BOTTLEBRUSH GAL. 'LITTLE JOHN' ! CARISSA l LAGERSTROEMM CAR THOMLINSON 5 i LAG INDICA CRAPE MYRTLE 15 M STANDARD E TOM MACROCARPA NATAL PLUM GAL. I TUS 7USKEGEE' GAL. 7HOMLINSON CEANOTHUS CEA GRI GRISEUS CREEPER GAL. LOP LOPHOSTEMON BRISBANE BOX 15 M STANDARD HORIZONTALJS I CON CONFERTUS GAL. r CIS CISTUS x ORCHID 5 I F PUR PURPUREUS ROCKROSE GAL. I PIT PITTOSPORUM 15 HET HET HETEROMOLES 5 " PHI PHILLYREOIDES DESERT WILLOW GAL L LOW BRANCHED ARB ARB ARBUTIFOLIA TOYON GAL. I LANTANA I PODOCARPUS LAN , 5 POD MfAKI' YLLUS SHRUBBY YEW 15 M LOW BRANCHED _O SS SPREADING SUNSET' NCN GAL. � _ MAC MAKI' PINE GAL. I � i € 1 i 6-6' HIGH MASONRY COLUMN LAN SB LANTANA SUNBURST' NCN 5 GAL. RHU INT RHUS INTEGRIFOLJA LEMONADE BERRY 5 GAL. PRU PRUNUS CAROLINA 24" M STANDARD � I CAR CAROLINIANA LAUREL CHERRY BOX LIM LIMONIUM STATICE 1 I 1 PER PEREZII 6 HIGH TUBULAR STEEL FENCE GAL REFER TO CALLOUT'FS'IN FINISH SCHEDULE ROS ROS ROSA X CARPET WHITE 2 TREES WITHIN FIVE FEET (5) OF PAVING, NANDINA COMPACT Wiwi 4 1 / d 1 / d d cd `� 1 �1 4`� 1 APPROXIMATE LOCATION OF —\i PROPOSED IRRIGATION CONTROLLER & ELECTRIC METER o \ a\ . \\ a ,?F' 1 j ACH ACHILLEA ISLAND PINK 1 I POD PODOCARPUS FERN PINE 24 M STANDARD MIL MILLEFOLIUM YARROW GAL. I 0 --- GRA GRACILIOR BOX ISLAND PINK l AGAVE 4moo� Q AGA BLUE FLAME 5 ATTENUATA AGAVE GAL. ERI ERIOB07RYA BRONZE LOQUAT 15 M STANDARD BF 'BLUE FLAME' DEF DEFLEXA GAL. BOU BOUGAINVILLEA 5 YD 'YANI S DELIGHT' NCN GAL. EUC OR EUCALYPTUS 15 VIMINA IS CAL CORAL GUM L LOW BRANCHED CAL CALLI TE DWARF 5 � ,.. TOR TOROUATA GAL. Li BOTTLEBRUSH GAL. 'LITTLE JOHN' ! CARISSA l LAGERSTROEMM CAR THOMLINSON 5 i LAG INDICA CRAPE MYRTLE 15 M STANDARD E TOM MACROCARPA NATAL PLUM GAL. I TUS 7USKEGEE' GAL. 7HOMLINSON CEANOTHUS CEA GRI GRISEUS CREEPER GAL. LOP LOPHOSTEMON BRISBANE BOX 15 M STANDARD HORIZONTALJS I CON CONFERTUS GAL. r CIS CISTUS x ORCHID 5 I F PUR PURPUREUS ROCKROSE GAL. I PIT PITTOSPORUM 15 HET HET HETEROMOLES 5 " PHI PHILLYREOIDES DESERT WILLOW GAL L LOW BRANCHED ARB ARB ARBUTIFOLIA TOYON GAL. I LANTANA I PODOCARPUS LAN , 5 L L L L I L L L IN L L Lill IN Ill M 11 L L L I L L r� t— Z w O 0 W IZ W O i"' POD MfAKI' YLLUS SHRUBBY YEW 15 M LOW BRANCHED _O SS SPREADING SUNSET' NCN GAL. � _ MAC MAKI' PINE GAL. I 1 i 6-6' HIGH MASONRY COLUMN LAN SB LANTANA SUNBURST' NCN 5 GAL. RHU INT RHUS INTEGRIFOLJA LEMONADE BERRY 5 GAL. PRU PRUNUS CAROLINA 24" M STANDARD � I CAR CAROLINIANA LAUREL CHERRY BOX LIM LIMONIUM STATICE 1 I 1 PER PEREZII 6 HIGH TUBULAR STEEL FENCE GAL REFER TO CALLOUT'FS'IN FINISH SCHEDULE ROS ROS ROSA X CARPET WHITE 2 TREES WITHIN FIVE FEET (5) OF PAVING, NANDINA COMPACT SYA SYAGRUS QUEEN PALM 6' M CLEAN TRUNK �Q COM DOMESTICA HEAVENLY GAL ROM ROMANZOFFIANA BTH I i BARRIERS. REFER TO PLANTING PLAN S i�I 6'H'IGHTllBULARSTEELGATE COMPACTA BAMBOO R O ROS ROSMARINUS OFF /C /NAL /S BLUE SPIRES 5 I DETAILS L L L L I L L L IN L L Lill IN Ill M 11 L L L I L L r� t— Z w O 0 W IZ W O i"' FINISH SCHEDULE ,-""' I 1 i 6-6' HIGH MASONRY COLUMN REFERTO CALL OUT'F4' IN RHU INT RHU INT RHUS INTEGRIFOLJA LEMONADE BERRY 5 GAL. FINISH SCHEDULE � I I 1 6 HIGH TUBULAR STEEL FENCE REFER TO CALLOUT'FS'IN FINISH SCHEDULE ROS ROS ROSA X CARPET WHITE 2 TREES WITHIN FIVE FEET (5) OF PAVING, o NOA NOASCHNEE' ROSE GAL WALLS AND FENCES SHALL HAVE ROOT I i BARRIERS. REFER TO PLANTING PLAN S i�I 6'H'IGHTllBULARSTEELGATE R O ROS ROSMARINUS OFF /C /NAL /S BLUE SPIRES 5 I DETAILS "�k FINISH CHEDULuT'F6'IV FINISH SCHEDULE BS ROSEMARY GAL. BLUE SPIRES' � ! Ali ROSMAR /NUS Til I ROS OFFIClNALJS HUNTINGTON 1 HC HUNTINGTON CARPET GAL. ALL LANDSCAPING AND IRRIGATION LOCATED WITHIN CARPET ROSEMARY THE R/W SHALL BE PRIVATELY MAINTAINED BY THE HOME OWNER'S ASSOCIATION IN ACCORDANCE WITH o STI TEN ENUISSIMA TENU MEXICAN FEATHER GRASS 1 GAL. �. ,I.1 T I Tom. L\ 1r Ak ^ nr L L L L I L L L IN L L Lill IN Ill M 11 L L L I L L r� t— Z w O 0 W IZ W O i"'